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GEOT E S T I Oak '.SZ' <br /> Bellingham�Arlington Oak Harbor <br /> www.geotest-inc.com <br /> RMA <br /> ADHESIVE ANCHOR INSPECTION REPORT <br /> PROJECT: Bridge Point Everett 500- Fastsigns TI JOB#: 24-1489 <br /> ADDRESS: 5900 36th Avenue West, Everett, WA REPORT#: AA001 <br /> PERMIT#: B2403-091 DATE: 7/1/2024 <br /> CLIENT: Bridge Industrial PAGE#: 1 of 5 <br /> CONTRACTOR: Northway Construction Inc. INSPECTOR: Jacob Lee <br /> Item(s) Inspected Location <br /> (14)HISS Baseplate Anchor Rods Ground Level Gridlines L.2-M/1-1.8 <br /> Reference Drawing(s): Stamped and Approved Structural Drawing Detail 3/S2.1 <br /> Item(s) Inspected Comments <br /> Base Material Condition ❑ Uncracked Mature Concrete <br /> Drill Bit Type 7/8"Concrete Bit <br /> Hole Diameter/Depth /� 7/8"Diameter/8.5"Depth <br /> Hole Cleanliness Pnuematic Air and Brush-Per Manufacturer's Recommendations <br /> Anchor Spacing/Edge Distance /� N/A <br /> Anchor Type /� 3/4"Diameter All-threaded Rod <br /> Anchor Diameter/Length 3/4"X 11 1/2" <br /> Anchor Embedment 8" <br /> Adhesive Type Simpson Set 3G <br /> Adhesive Expiration Date 07/31/2025 <br /> Adhesive ICC-ES Report [� ESR-4057 <br /> Other ❑ <br /> The above items were conforming V Nonconforming Items(see below) ❑ <br /> Comments: GeoTest was on-site to provide a special inspection of the installation of the epoxy <br /> anchors for entryway framing. The weather conditions were approximately 640F and clear <br /> skies. The items listed above were installed per the approved plans and the manufacturer's <br /> installation instructions. The results of our inspections were discussed with the contractor prior <br /> to leaving the site. <br /> COPIES:bfox@rmacompanies.com,brian@northwayinc.com,jason@northwayinc.com,smayes@bridgeindustrial.com Reviewed by <br /> This report shall not be reproduced except in full,without the written approval of GeoTest Services,Inc. <br />